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o� CITY OF ORONO O Municipal Offices � Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON–SITE SEWAGE TREATMENT � � INSPECTION REPORT G~ �kESH�4'� / >Y�YJ��1 J��r� A dress• � ' owner: _ V.0 P. . Permit #'s: �(�')Q- Dates: — Contractors: //}��i�o�niY� City ordinance number 100 requires that each on-si e sewage treatment system in Orono be inspected on a regular basis. 7he on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is (� an existing system [ ] ne construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system which meets all the ocation, design, and construction standards of the current City Codes, and which is operating satisfact rily by treating and disposing of the entire current sewage input without discharging any pollutants into round or surface waters. 2 "CONfORMING SYSTEM"-A system uhich does n t meet all the location, design, and construction standards of the current City Codes, but was installed a cording to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface wa ers. 3 "NON-CONFORMING SYSTEM"-A prohibited syst ; a system located uithin a designated 100-year floodplain; any system which may or may not meet all t e location, design, and construction standards of the current City Codes and which is failing for any reas n; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] h s or �has not been identified at this time. If the limiting soil characteristic has not been identified, his classification may be subject to revision.) TANK CONDITION (5-10): T inspection indicates: 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they sh uld be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical evel. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks m st be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be i spected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have no been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr�field inspection indicates: � (1y" Drainfield is dry, no surfacing evident. �f2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharg ng untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed ithir� 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE de ends on soils water tabl etc. : � COMMENTS: �" � ,�,� � ) �' , n Date o Inspection Se c System Inspector Note: In the event that this inspection report is ed �o satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not gua nteQ or certify that an existing system will continue to function properly� but is merely an opinion of the adequa y ofl the system under current conditions based on the available information. ' This report must be kept on the pre iseslwith the system loc�tion and pumping records. WHITE COPY/Inspectors File , YELLOW COPY/Homeowner